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WS-14-67Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 205704 Scheduled Inspection Date: February 19, 2014 Inspector: Rodriguez, Jorge Owner: VALINSKY, JESSE Job Address: 2 NW 109 Street Miami Shores, FL 33168- Project: <NONE> Contractor: FOREST GREEN CONSTRUCTION tsunamg uepartment comments Permit Number: WS- 1 -14 -67 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1121360110170 Phone: (954)388 -2500 REPLACE WINDOWS AND DOORS 11 WINDOWS AND 4 I Infractio Passed Comments DOORS INSPECTOR COMMENTS False Inspector Comments Passed Q �— Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 18, 2014 For Inspections please call: (305)762 -4949 Page 24 of 63 � a t MECAWind Version 2.1.0.6 per ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date 12/6/2013 Project No. Design, with a Load Factor of .6 Company Name BROMLEY COOK ENGINEERING Designed By BHM Address 5440 NW 33RD AVENUE Description WINDOW & DOOR REPLACEMENT City FORT LAUDERDALE Customer Name VALINSKY State FL Proj Location 2 NW 109 ST -MIAMI SHORES, FL File Location: \ \Server \Glass \CLIENTS \forest green const \2 NW 109TH ST MIAMI SHORES \VANSLYKE.Wnd Directional Procedure All pressures shown are Basic Wind Speed(V) _ Structural Category = Natural Frequency = Importance Factor = Alpha = At = Am = Cc = Epsilon = Slope of Roof = Ht: Mean Roof Ht = RHt: Ridge Ht = OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = 1 2 3 4 5 6 7 8 9 10 Simplified Diaphragrm Building (Ch 27 Part 2) based upon ASD Design, with a Load Factor of .6 0.94 175.00 mph 4.25 39.3 4 II -1.00 Exposure Category = C _._*1 N/A 1.00 Flexible Structure = No 4.25 1.00 5 Kd Directional Factor = 0.85 4.42 9.50 18.8 Zg =. 900.00 ft 0.11 2.17 Bt = 1.00 1.00 0.15 3.08 Bm = 0.65 4 0.20 -1.06 1 = 500.00 ft 0.20 0.95 Zmin - 15.00 ft 2.91 : 12 Slope of Roof(Theta) = 13.65 Deg 11.50 ft Type of Roof = Hipped -1.10 15.00 ft Eht: Eave Height = 8.00 ft 1.33 ft Roof Area = 2526.00 ft^ 55.00 ft Bldg Width Across Ridge= 55.00 ft Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone Description Width Span Area Zone Max ft ft ft ^2 GCp ------------------------------------------------ "a" = 4.6 ft Min Max P Min P GCp psf psf i 3.17 6.75 21.4 4 0.94 -1.04 9.25 4.25 39.3 4 0.90 -1.00 3.08 3.17 9.8 4 1.00 -1.10 6.25 4.25 26.6 5 0.93 -1.25 4.42 4.25 18.8 5 0.95 -1.30 3.08 2.17 6.7 4 1.00 -1.10 3.08 5.25 16.2 4 0.96 -1.06 3.08 6.42 19.8 4 0.95 -1.05 2.83 6.42 18.2 4 0.95 -1.05 3.75 2.83 10.6 4 1.00 -1.10 Khcc:Comp. & Clad. Table 6 -3 Case 1 Qhcc:.00256 *VA 2 *Khcc *Kht *Kd 38.07 7 36.49 8 40.05 5 �000 • 37.51 4 5 38.80 9 38.2867 J54 38.50 89 39.90 9 .... 040.05 000:0 • • •• 669086 �• " "0 0000.• a.053r 94 •0••.• psi... • :•.•.� 000. 13ROMLEY -COOK ENGINEERING 5440 N.W. 33rd Avenue, Suite 100 Ft. Lauderdale, FL 33309 954 -772 -4624 Cert. of Auth. #00009924 WILLIAM D. CC ®1i, P.E. #43904 Al_i�4'50 �f x 0 -a 15 / _;3 O f>5 * MIAMt• MA I DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOiMIIC RESOURCES (RER) 11805 SNV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 XOUC.-OF ACCEPTANCE (NOA) www.miamidade.zovleconomv Eco 'Window Systems, LL 9114 NW 106 Street Medley, FL 33178_ f� This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AEJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Series 'Teo-Guard 300" Aluminum Fixed Window -- PROVAL DOCUMENT: Drawing No. W09 -20, titled "Eco- uar eries -300 Alum Fixed Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 03/23/09, with revision C dated 01/11/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. - -- ACT RATING: Large and Small Missile Impact Resistant ae unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 0040 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or;bgage in the materials, use, and/or manufacture of the product or process. Misuse of this NOA assn endorsement of any product, for sales, advertising or any other purposes shall automatically termimde this NOAH Yalifure to comply with any section of this NOA shall be cause for termination and removal of MAt • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade <ginty, F1: and followed by the expiration date may be displayed in advertising literature. If any yg4jo L of the iO4 is 0 displayed, then it shall be done in its entirety. 000000 • 0 • • • 0 • INSPECTION: A copy of this entire NOA shall be provided to the user by tly M10facturer oor its distributors and shall be available for inspection at the job site at the request of the Building Official...: This NOA revises NOA# 12- 0223.25 and consists of this page 1 and evidence pages A-1. Z1 E -2, as well ; s approval document mentioned above. 0000 The submitted documentation was reviewed by Manuel Perez, P.E. 0000.0 0000.. 0000.. 0000. 0000. 0000.. 000000 0000.. Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled "Eco -Guard Series -300 Alum.. Fixed Wdw. (L.M.I.Y% sheets 1 through 5 of 5, dated 03/23109, with revision C dated 01/11/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 971/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. BETI -08 2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 971/4" wide x 96 118" high Eco -Guard series 300 aluminum double fixed window, prepared Sy Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted urader NOA #09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2). Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared. by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 481/4" wide x 96 3/8" high Eco- C;aards 3¢¢;; • aluminum circular arch top fixed window, prepared by Hurricane Watering, & . Testing Inc., Test Report.No. RETI- 08- 2193B, dated 01/15/09, st and s&ledby Candido F. Font, P.E. ( Submitted under NOA #09- 0413.08) 000000 0 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 • • • %• 2) Cyclic Wind Pressure Loading per FBC, TAS along with installation diagram of a 47 5/8" wide x 96" high Eco- Qdweserie$ i00.: aluminum triangular top fixed window, prepared by Hurricane Engineeing & Testing Inc., Test Report No. HETI -08 -2194, dated 01115/09, signed and %eal ed by C!idido F. Font, P.E. (Submitted under NOA #09- 0413.08) • .. • • Manuel Pei E E. /2ftaduc!fControl E am* er NOA No. 13-0 06.05 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 E -1 000000 0000.. 0000.. 0000. . . 00000 000000 00000. 00000. Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 50 5/8" wide x 63 114" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HE TI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0413.08) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 01127/12, prepared by Al -Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 11223.25) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasg Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite* PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0223.25) G. OTHER 1. Notice of Acceptance No. 12-0223,25, issued to Eco Window Systa1165LLC fox 1 eir Series "300 ECO- Guard" Aluminum Fixed Window -- L.M.I., appmav —on 05/03f12 and expiring on 06/17114. • • • • 0000•• • 0000•• f • • F Manuel Perm P. . Product Control Exa finer NOA No. 13 -020 . 5 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 E -2 0000•• • • 0000 +• 2.888 A82 .500 69 2.611 FLUSH FRAME ADAPTER QL FRAME HEAD /SILL /JAMB .750 .8113 II .803 .1000..050 -•�! GLAZING BEAD I r t.o'M I 5 A50 ANCHOR COVER ECO —GUARD SERIES --300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX. /FO(. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO CO PLY N�WTTHH REQUIREMENTS OF THE FLORIDA BU•L" C@R: C;UD jG jVIVE 'I • • • HURRICANE ZONE (HVHZ). • • • • • • • • • WOOD BUCKS BY OTHERS, MUST BE NCHORE+1114PROPERCY It T*ANlF R • LOADS TO 7HE STRUCTURE. • • • • • • • • •' • ANCHORS SHALL BE AS LISTED, SP ! • • • • SPACED • • • • • D AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL • 000 • *00 • • • • A LOAD DURATION INCREASE IS :JEQ IN tM OF•:iN&ORSZNTO WOOD :NLY. MATERIALS INCLUDING BUT NOT 9A ED TO STEt!!M SCRI TOOT • • • COME INTO CONTACT WITH OTHER Otsmulbt• MATEERR ��t(i{AAIL,ftET THE • • • • REQUIREMENTS OF THE FLORIDA BLllTi. CObE SECII� X3.8. . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FALSE (SORFACE 61 I 2° MAX. HEAD /SILL HEAD /SILL coRNERs TYPICAL ELEVATION GLASS D.L.O. DIMS. O.L.O. HEIGHT: WINDOW HEIGHT — 3.825° D.L.O. WIDTH WINDOW WIDTH — 3.825° 39- ylttU � 0 0 $� n 00 �flef� pL � z �A z # w 0) : THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. npn PRODUCTRRVISBD • 01 os cauplying wish the Florida ✓� SHUTTERS ARE NOT REQUIRED. M 70:92 61dWlog Code Acceptance, No �yy rallon Data 4. / kmU ado Pto f drawing no. JA g 3 i4t3 w09 -20 d I, u u It n II II II II J ° n n n u u u n u u n I -- B I 2° MAX. HEAD /SILL HEAD /SILL coRNERs TYPICAL ELEVATION GLASS D.L.O. DIMS. O.L.O. HEIGHT: WINDOW HEIGHT — 3.825° D.L.O. WIDTH WINDOW WIDTH — 3.825° 39- ylttU � 0 0 $� n 00 �flef� pL � z �A z # w 0) : THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. npn PRODUCTRRVISBD • 01 os cauplying wish the Florida ✓� SHUTTERS ARE NOT REQUIRED. M 70:92 61dWlog Code Acceptance, No �yy rallon Data 4. / kmU ado Pto f drawing no. JA g 3 i4t3 w09 -20 DESIGN LOAD CAPACITY - PER 3118" ANN. GLASS Cluss Til 3/18° HEAT STREN'D. (BASS TH M L .090' INTERLAYER EXT.(+) 2 .090° INTERLAYER BUTACITE PVB BY 'DUPONT' SENTRYOLAS BY 'DUPONT' ' 3/18° ANN. GLASS 78.0 3 3/19' HEAT STREN'O. GLASS SILICONE SIUCONE 75.0 4 GE SCSC 2000 899 GEEt 899 SCS 2000 a 1 11 6 Q DESIGN LOAD CAPACITY - PER wwow DIMS. C Cluss Til TH M L LENGTH (L) E EXT.(+) 2 24' 7 75.0 3 78.0 3 75.0 4 75.0 4 75.0 In ni � 38" 4Y 48" 48' g8 x 1 -1/4' SFAS g X 1 -1/4" SMS 54' AT 3-1 {2 FROM ENDS 3 -1/2 FROM ENDS 80° AND 10 O.C. MAX. AND 10' O.C. MAX. or GLASS TYPE 'C' GLASS TYPE 'D' 72' GLAZING OPTIONS 24" 38' 42' 1. 48" Sc 80" 88' W n wINDOYI I WINDOW wfOm� Ir r 24' 30. I I I I 38 i I I 42" i I I 48' 24' f WINDOW \VFDTHy' -OpV,_ ! WIDTH_, WWDOW "0.. gyp• lr az' I I I 48" 54• I I L l 24' 3 $ 3 Y!. YADVnoTF� 30' 38' 88° r 1 42" VnNrH 1yu ly(_oTp,00�r ww1w.. I I ,4• • • • • • • • � 24' I- - r•- s • -� i �. w I { 42" E L J 24' M. 120° ALLOWABLE LOADS Al-Ap SHAPeJV st{Q}•VN ABOVE sit SINBAIi CAN BE 36' VERIflED BY �4PIMW WWDOYI SHAPE WITHIN SOUAR[ OR 4LECRWGLE AS SHOWN IN DOTTED IMl£* AND pBTAINiNO M OWABU( IAAOS FROM T LSE SHAPES. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'D' w WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORZONTALLY AS SHOWN ABOVE. 76.2 89.0 90.0, NOTE: 94.8 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE 59.9 60.0 90.0 BASED ON ASTM E1300 -04 (3 SEC. GUSTS). 50.0 60.0 90.0_ 50.0 80.0 90.0 Engr.. JAVAO AH M PRODUCT REVISED 74.5 80.0 90.0 CF& m CMPIYN8 with 140lq rlda FLA PE 170592 Bsdldle8 Code 81.5 80.0 90.0 CAN. 38 Aceepteno4No 80.0 80.0 9D.G 80.0 80 90.0 �Pxplretfon .0 _ - - Zo fOlfamt" Pmducl 74.5 80.0 90.0 � s�v w � 0 N O � CY g�a� dM m Ali W o+. 0 drowing no. W09 -20 76.2 89.0 90.0, NOTE: 94.8 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE 59.9 60.0 90.0 BASED ON ASTM E1300 -04 (3 SEC. GUSTS). 50.0 60.0 90.0_ 50.0 80.0 90.0 Engr.. JAVAO AH M PRODUCT REVISED 74.5 80.0 90.0 CF& m CMPIYN8 with 140lq rlda FLA PE 170592 Bsdldle8 Code 81.5 80.0 90.0 CAN. 38 Aceepteno4No 80.0 80.0 9D.G 80.0 80 90.0 �Pxplretfon .0 _ - - Zo fOlfamt" Pmducl 74.5 80.0 90.0 � s�v w � 0 N O � CY g�a� dM m Ali W o+. 0 drowing no. W09 -20 s�v w � 0 N O � CY g�a� dM m Ali W o+. 0 drowing no. W09 -20 O W 1 9 e d ••y. ° 1 a °.••• ••• • .' A m • :• • • tlPICAL ANCH • • ° • • • 9 E EL�V. FO%SPACP • so so o e so o o�. . • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -ACING TYPICAL SEE ELEV. FOR UNTY APPROVED -UON ANCHORS NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. TYPICAL ANCHORS' SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1l4" DIA TAPCON BY 'ITW (Fu-120 KSi, Fy =92 tC�) ANO TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR W000 STRUCTURES 1 -3/8" MN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MN. EMBED INTO CONC. OR MASONRY 114" DLa TEKS OR SELF DRILLING SCREWS (GRADE 8 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KS1 MIN.) ALUMINUM : 1/8" THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADS COUNTY APPROVED MULLIONS (MIN. THK. _ .090'7 (NO SHIM SPACE) TYPICAL EDGE DISTANC INTO'CONCRETE AND MASONRY = 2 -1/2" MIN. IMO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. �• CONCRETE I'o = 3000 PSI MIN. '�. / C -80 HOLLOW /FILLED BLOCK I'm = 1500 PSI MIN. EAR ' ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. t I Erm NAO AHdJpp PROOItlT RRVIVRn FIX PE 70.492 Buffing CO& AlorGtO 8 ?: I• Aeapomw No - '•'� v oPrddnct y I TYPICAL at�loRS SEE ELEV. toy ` WOOD B= FOR SPACING ro�v Z P O o rn Z 3G O :t m - U'- °w W rn� droning no. W09 -20 TYPICAL ANCHORS IBY SEE ELEV. FOR SPACING WOOD eIRY ° d a 4 °•d ° 0 1� 1 O W 1 9 e d ••y. ° 1 a °.••• ••• • .' A m • :• • • tlPICAL ANCH • • ° • • • 9 E EL�V. FO%SPACP • so so o e so o o�. . • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -ACING TYPICAL SEE ELEV. FOR UNTY APPROVED -UON ANCHORS NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. TYPICAL ANCHORS' SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1l4" DIA TAPCON BY 'ITW (Fu-120 KSi, Fy =92 tC�) ANO TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR W000 STRUCTURES 1 -3/8" MN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MN. EMBED INTO CONC. OR MASONRY 114" DLa TEKS OR SELF DRILLING SCREWS (GRADE 8 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KS1 MIN.) ALUMINUM : 1/8" THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADS COUNTY APPROVED MULLIONS (MIN. THK. _ .090'7 (NO SHIM SPACE) TYPICAL EDGE DISTANC INTO'CONCRETE AND MASONRY = 2 -1/2" MIN. IMO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. �• CONCRETE I'o = 3000 PSI MIN. '�. / C -80 HOLLOW /FILLED BLOCK I'm = 1500 PSI MIN. EAR ' ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. t I Erm NAO AHdJpp PROOItlT RRVIVRn FIX PE 70.492 Buffing CO& AlorGtO 8 ?: I• Aeapomw No - '•'� v oPrddnct y I TYPICAL at�loRS SEE ELEV. toy ` WOOD B= FOR SPACING ro�v Z P O o rn Z 3G O :t m - U'- °w W rn� droning no. W09 -20 1TBM $ PART @ RBQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /RBMAREE 1 FY301 2 FRAME HEAO /SRL/JAMD —T8 2 FY302 AS RECD. GLAZING SEAO— 7/18' GLASS u--8083 6083 —TB —' — — �- -� --- 3 FY303 AS REOD ANCHOR COYER 6063 -18 — 4 E203 AS REOO. GLAZING BEAD SULB NEOPRENE ULTRAFAS S FLU —SO i MASS SPACER — 1/8" HIGH SILICONE FRANK LOSE 8 110 ! 1" 8 FRAME ASSEMBLY SCREWS ORS PH SMS 7 FY120 — FILAISH FRAME ADAPTER 1 8063 —TB OPTIONAL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/� � 1 0 ALUM I VA JT WOOD WOOD STRUC =— • • • • • • • • • • 2 EXTERIOR 1 ... . ... ... OP6. • • ■L • • • • • • • • YA I T • • • • • • • • • • • • •• •• ••• ••• •• •• CIRCULAR WINDOWS CORNRR DETAIiS MITER CORNERS y11 w W ro N 1 6 Z 6 0t a 0' ik a co Ul Q PS O oM z� 0 X 1/4' MAX. SHIMg I /4. MAX iyy7��i SHIMS TYPICAL ANCHORS SEE ELEV. IYPICAL ARCIHORS A qH� I` FM SPACING SEE ELEV. • MR SPACING qqss�� _ l — �3 v.o ' METAL N MI _ — — STRUCTURE 0 0 a b Engn M AD PRODUCT REVISED •: os FLA. PEAg 70862 DeUdtnPl �Wdb tde PI•id5 � d C 3ti38 Aaaplm� Na 05 .::: ' , hAtton Dale /4 YIM Y BUCKS I yy " o Mlemi adePraduclC droning no u'- Rl 15 Zti13 W09-20 M0,6 1`s l - V j 9114 NW 106 Street Medley, FL 33178 MK. (DZ _ �Q iYUA1YIY -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315 -2590 F (786) 315 -2599 www miam,dade soy /economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code. including the High Velocity Hurricane Zone._ •— Series "Eco -Guard 200" Window – L.M I. P VAL DOCcuw T: Drawing No. W09 -12, titled "Eco -Guard Series -2bo Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24109, with revision C dated 01/11/13, prepared by Al- lyarooq Corporation, signed and sealed by Javad Ahmad,.P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section YcRiT.T TWO AC'T TING: Large and Small Missile Impact Resistant A ING: Each unit hbear a permanent label with the manufacturer's name or logo, city state, modeUseries, and following statement. "Miami -Dade County Product Control Approved ", upless o�► Nvlse . . noted herein. ' 0000 RENEWAL of this NOA shall be considered after a renewal application has been filetl•�d'there ltas bee.. n no change in the applicable building code negatively affecting the performance of this p? a ' TERMINATION of this NOA will occur after the expiration date or if there has becA mOon oC ehlWe in the materials, use, and/or manufacture of the product or process. Misuse of this NOA. as &a endorcemeat of any product, for sales, advertising or any other purposes shall automatically terminate ItkiNOA.' Fi&ule to comply with any section of this NOA shall be cause for termination and removal of-VA: •; • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,* Flom -4Rd followed by the expiration date may be displayed in advertising literature. If any Pftipb Of the NQA pis displayed, then it shall be done in its entirety. @*:* INSPECTION: A copy of this entire NOA shall be prodded to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12- 0221.05 and consists of this page i and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 0600.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. .0000. Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUB TTED A. DRAWINGS 1. Manufacturefs die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 o£7, dated 02/24/09, with revision C dated 01/11/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2225A, dated 01/15109, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 41312.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.118) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum. 6 0 0 horizontal sliding window, prepared by Hurricane Engineering & Testita , Inc!, T."" Report No. HETI -08 -2227, dated 01/15/09, signed and sealed by �m4i F. tj:. P.E. ...:. 9999.. (Submitted tinder NOA #09- 0312.08) 9999 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FB.OT;kS 203-94 3) Water Resistance Test, per FBC, TAS 202 -94 •' •' 4) Forced Entry Test, per FBC 24113.2. 1, TAS 242 W; along with marked -up drawings and installation diagram of a XOX alu4iinum; • • • • • horizontal sliding window, prepared by Hurricane Engineering & Teefing, Inc., T,". Report No. HETI- 08- 2228A, dated 01/15/09, signed and sealed by Candido FT Femt, P.E. (Submitted under .NOA #09- 0312.08) Manuel , P. . Product Control ami r NOA No. 13- .03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E -1 9999.. 9999.. .9600. 09009 9999. 0 999666 000669 6 .96966 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS {cortummD) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. ( Submitted under NOA #09- 0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. 13ETI- 08- 2230A, dated 01/15/49, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 0000 (Submitted under NOA #09- 0312.08) 0060 .... % 0000.. . C. CALCULATIONS • 1. Anchor verification calculations and structural and comparative analysis prepgred by Al- Farooq Corporation, complying with FBC -2010, dated 01127/f2? signed aiir.Weaied by Javad Ahmad, P.E. ' (Submitted render previous NOA #12- 0221.05) • • • • • • • • 0000.. 2. Glazing complies with ASTM E1300 -04 ' 0000.. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Econo 'c Resources (i2.Eit) "•' Manuel Pere,-F. Product Control ExamWr NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E -2 0000.. 0 .0000. 000000 66.60 0000. ...... . 000000 000000 . . Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0221.05) 2. Proposal No. 08 -1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submitted under NOA#09 -0312. D8) G. OTHER 1. Notice of Acceptance No. 12-0221.05, issued to Eco Window Systems, LLC. for their Series "Eco -Guard - 200" Aluminum Horizontal Rolling Window — L.M.I., approved on 04/26/12 and expiring on 05/27/14. 000• 0000.. 0000.. .00.00 0000 0000 0000.. 0000.. .. 0000 0000 000000 0 000000 00 0 .000 Manuel Per .E Product Control E ;ni NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E -3 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. 72" 3 1/2" MAX. l�2k41 FALSE MUNTINS/ I 3. 1/4° (SURFACE APPLIED) DL MAY SE USE 33 3/8" NCO —GUARD SERIES -200 ALUMINUM HORIZONTAL ROL.L.ING 19IND0�9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. QQ�C{,p�M� THIS REQUIREMENTS HAS BEEN FLASIA BLAL6ING T RNCL �`O i1a TVF�T • • HURRICANE ZONE (HWQ). • • !! • • • • •m WOOD BUL3NS BY OTHERS, MUST BE ANCHORlb PROItgLY =O "FE: : • LOADS TO THE STRUCTURE. • • Goo • • • • • • 4 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TD BASE MATERULL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • LOAD DURATION INCREASE IS USED a ppGN •QF ANCHOSS SITO itOl) ONLY. MATERIALS INCLUDING MIT NOT COME INTO CONTACT WITH OTHER DISSIW MA,I ALTS iET :A REQUIREMENTS OF ME FLORIDA BLDG. SE ON 200 ..4. ••• • • • • ••• • • E 1i II 1 3 1/2' MAX. HEAD /SILL CORNERS WINDOW WIDTH 10 8/8" MAX. HEAD SILL A CORNERS 32 3/4" 32 3/4' '12 (SURFACE B£ APPLIED OPG. NAY ILL OPG. O.L OPG. ii is VENT WIDTH � a B HEAT STREWD. GLASS .000° INTERLAYER BUTACOE PV8 BY 'OUPONT' r1/8' HEAT STREN'D. GLASS 1 CORNING 899 SCS 2000 F HEAT STREWD. GLASS .090" INTERLAYER SENTRYGLAS BY 'OUPONT' T-1 /8' HEAT STREWD. GLASS Y _ 89e -f THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED ; m -,n lyleg wllh dw FWde N Building Code � • gg -ug I x in Date 4U!¢ S K g M e o aCoaaolr- draariag no. W09 --12 FlA. PE (7_0992 �5 4-M n pp 4 U Roo 3/4" FALSE MUNTINS 32 3/4" 32 3/4' '12 (SURFACE B£ APPLIED OPG. NAY ILL OPG. O.L OPG. 38 7/8" VENT WIDTH HEAT STREWD. GLASS .000° INTERLAYER BUTACOE PV8 BY 'OUPONT' r1/8' HEAT STREN'D. GLASS 1 CORNING 899 SCS 2000 F HEAT STREWD. GLASS .090" INTERLAYER SENTRYGLAS BY 'OUPONT' T-1 /8' HEAT STREWD. GLASS Y _ 89e -f THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED ; m -,n lyleg wllh dw FWde N Building Code � • gg -ug I x in Date 4U!¢ S K g M e o aCoaaolr- draariag no. W09 --12 FlA. PE (7_0992 �5 4-M n pp 4 U Roo DESIGN LOAD CAPACITY -PSF X0, OX OR XX SIZES) WINDOW DIMS. A REW. TYPE 'A' WITH RBINF, GLASS TYPE 'D' vA9TH HEIGHT GLASS TYPE '8' EXI.( +) INT.( -) IN. EXL(+) WTj-) 26 -1 /2` 37° 53 -1 /8` 74' 28' (3) 4 80.0 80.0 80.0 9011 4 12 80.0 BO.o 90.0 8 ;7700..00 80.0 80.0 9011 8 9 80.0 80.0 90.0 :2� $' 74` 38 -J /8' (3) 4 80.0 80.0 80.0 90.0 4 804 80. 80.0 90.0 8 6o.0 8011 9011 5 12 8011 8110 80.0 26 -t /2° 3Y 74° 8o -8 /a• 4 80.0 80.0 80.0 90.0 4 70.0 4 80.0 90.0 8 70.0 804 80.0 90.0 80.0 90.0 3Y 53 -1/8" 74" I 0.T" (6) 4 7 04 804 90.0 4 88.9 77.5 S&O 90.0 8 7o.0 70.0 80.0 90.0 8 7011 704 80.0 80.4 24' 38` a8" Bo` 72" (Z) 4 70.0 80.0 80.0 904 4 70.0 80.0 80.0 90.0 90.0 8 70.0 80.0 80.0 8 70.0 80.0_ _ 80.0 90.0 8 70.0 80.0 80.0 9011 24' 38` 48` 80° 72° �3) 4 70.0 8110 80.0 90.0 4 _ 70.0 80.0 80.0 80.0 8 70.0 a0.0 80.0 90.0 B 70.0 80.0 80.0 80.0 a 70.0 80.0 80.0 90.0 24° 38" 48" 80' 72° 43" 1) 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 8 70.0 8011 80.0 90.0 8 70.0 1 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 24' 38° 48" 80• 72° ) 4 70.0 80.0 80.0 90.0 4 704 80.0 8110 00.0. 6 70.0 70.0 80.0 90.0 8 70.0 70.0 1 80.0 90.0 8 75 __70,0T 810 87.8 A = NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF AN�MORS PER JAMS DESIGN LOAD CAPACITY -PSF (XOX SIZES) IY19DOW DIMS. A W/O REINAA MTH IWNF. E%T.(+ UIT.(-) GLASS TYPE '8' EXI.( +) INT.( -) tWOTH '00NT 74' 108• -1/4• 111" 238* ) 12 9 70.0 80.0 smo 90.0 90.0 70.0 12 80.0 90.0 12 7011 _80.0 80.0 80.0 90.0 74° 106 -1/4• 111" �_3�. (3) 9 70A 80.0 80.0 90.0 12 7011 80.0 80.0 9011 12 70.0 804 80.0 1 90.0 94" 108 -t /4 11` ' S/8 (4) 9 70.0 au 80.0 90.0 12 70.0 8011 80.0 90.0 i2 - 70.0 80.0 80.0 90.0 108 -1/4` 111• 63" 1 9 7011 .0 00.0 90.0 12 70.0 7011 80.0 82.6 12 70.0 70.0 80.0 8114 72" 84° gg• lam` 24• (2) 9 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 8410 80.0 90.0 72' W gg° log' 36• (3) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 804 80.0 80.0 90.0 9.0 80.0 90.0 0.0 80.0 90.0 0.0 80.0 80.0 0.0 80.0 90.0 A814'48" f70.0$IM,..O 0.0 80.0 90.0 0.0 80.0 90.0 0.0 80.0 90.0 70.0 80.0 87.6 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A (1/3W) (1 13W) 0/3W) MOW 74' 108 -1/$ 111 ° (3) DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W 0 REINF. GLASS TYPB 'A' MOM INT.(- ) 111TH REINF. 41,488 TYPE '8' W40 1114T.(-) WIDTH MOW 74' 108 -1/$ 111 ° (3) a 70.0 80.0 no 90.0 1a 70.0 80.0 90.0 80.0 12 70.0 80.0 80.0 90.0 74' 108 -1/4° 111• 38_ 8• (3'12 9 70.0 80.0 8110 90.0 - - 80.0 90.0 la - - So.0 90.0 74' 50-8/8 (4) 9 70.0 80.0 80.0 90.0 74' 63" (5) 9 70.0 70.0 80.0 no 72' 84" 98° 108" 211" (2) 9 70.0 80.0 80.0 9 70.0 80.0 90.0 _ _ 12 704 80.0 80.0 12 70.0 BOA 80.0 RO&O 72° 84• gg• 108• 30° (3) 9 70.0 80.0 80.0 9 704 80.0 80.0 80.0 90.0 - 80.0 904 72' g4• 98• 46 80.0 804 90.0 T1270.0 70.0 80.0 9010 70.0 804 90.0 7a° 80" (5) 70.0 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMS OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' (1 /44) (I /2W) (1 /0) OPERATING VENTS TO BE 1 3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' Or 0:0 . ..... . ... . ...... . .... .... . . .... . NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 gib I� Iz a t 8Q h O o Z $� Zo W rng PRODUCTREVISDD XV10 mmmplyingwiStlloYfori a FIA PE gg 702 Edldlog Cedo i CAA 3830 Aaeaptatm4 No (}� ¢ „ RA raftt Dale '�(}( E8 8 E f� - 6Y�d 7am1 Pradud Co0lroT, dr0ming no. 60 d 1� W09 -12 OPERATING VENTS TO BE 1 3 OF THE WINDOW WIDTH 'XOX' LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS OLO WIDTHS ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL XO OR OX' • •.• • •.. •• FQR.STD. SILL (NO RISER) LIMIT EXT.( +) LOADS TO 67.0 PSF i.. i 0 • • • SIE•SHEET 4 FOR DETAIL. Or 0:0 . ..... . ... . ...... . .... .... . . .... . NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 gib I� Iz a t 8Q h O o Z $� Zo W rng PRODUCTREVISDD XV10 mmmplyingwiStlloYfori a FIA PE gg 702 Edldlog Cedo i CAA 3830 Aaeaptatm4 No (}� ¢ „ RA raftt Dale '�(}( E8 8 E f� - 6Y�d 7am1 Pradud Co0lroT, dr0ming no. 60 d 1� W09 -12 r mr�,•a;v, .y. aora3w 6 so as 0 0 MOW as • as • as ... • • • • .. •• • If• ' S t • W ••.••• • ••••t• ••...• . .•. • •• •• • • • • •• •• ••• • • ••• • • tS SPACMHI IPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES AT EACH END 114° OIA. TAPCON BY 'i7W (Fu -120 KS6 Fj-92 KSI) AAX. 114' DIA. UK TRA ON BY 'ELCO' (Fu-177 Km- "188 KS) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD CONNECTIONS SEALED WITH 7HRU iBY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1_1/4° MIN. EMBED INTO CONC. OR MASONRY S, S GR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES • STEEL : 1/8° THK. MIN. (Fy s 38 KSI MIN.) • ALUMINUM : 1/8" THK. MIN. (8083 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1 /8ry (NO SHIM SPACE) TYPIC&.. EDGE DISTANG N INTO CONCRETE AND MASONRY - 2--1/2° MIN, INTO WOOD STRUCTURE - 1° MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS Pa - 3000 PSI MIN- c-90 HOLLOW/FILLED BLOCK AT JAMBS Pro a 2000 PSI MW v .v° i7PthAL .ANCRORS y 5 2013 Iho Florida 0 p LL Ono w`F o ;;- drawing no. W09 -12 V:-i r- FOR v IlIq AS RECID. N i 5 2013 i• �a l °n a F8H drawing no. W09 -12 SEE SEPARATE ROA •• ••• • . . ......... •. <: 1• • . . . . . • • . -- - - - - -- SCREEN OPT. ee* go ! • • • L • WIDTH • • • • WiNOO'V WIDTH • • • • •• • •• • • • • • • • • •• • •• i 5 2013 i• �a l °n a F8H drawing no. W09 -12 rnlCAL ANCHORS SEE ELEV. FOR SPACING • e s' At.T. ANCHORS V. FOR SPACING O ALT. • . • • • • • • lit • • • • • .. P'f I v. '••�i T .. • ••• •S+ ••• • . . . . . • •• . .• •• . . • • •.. • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" MM. 1:-: NCHMS FOR SPACING O TYPICAI. ANCHORS J 4 SEE ELM FOR SPACING .a Vrd 0 .�1 a O z H m Agri JAVAO PRODIICTRRVLMD . j ,e Q FlA PEC4 7O 2 nary y��Ww be l�iotlan CAN. J 3B Aaepteow No - fredon IL 1 t 5 2013 7�i1 4"1MoUI c°°ao1 / drowing n �/ W09 -12 1.087 3/18° I. �.L— .813 .082 ff 1.140 -.1 12 11 VENT TOP /BOTTOM RAIL FRAME HEAD FRAME SILL tsta .aso .340 .31 .002 O SILL TRACK MOV. FRAME JAMB 1 U JAMB STILE 1 1.740 4�" 1.340 .500 1.344 O7 MEETING RAIL 2.188 .aaa --� 1 1.202 2 .062 1.378 © FIXED MTG. RAIL . . ]162 2 •. :`: .•: :t FIX4 "AME e*IAMB STEEL REINFORCING .518° .71j 8 .045 .803 1.047 t0 GLAZING BEAD . • a.sB6 .062 600 1 1 • t 2.611 1 . . 1� ®6 FLUSH FRAME ADAPTER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PART 9 QUANTITY DESCRIPTION FY201 1 FRAME HEAD FY202 1 FRAME SILL FY203 I SILL TRACK 84MT FY205 AS RECD. MOV. FRAME JAMB FY101 AS REOD. FIXED FRAME MAO FY104 1/ VENT I'DIEO MTO. RAIL FY105 1/ VENT VENT INTERLOCK FY208 1/ VENT JAMB STILE FY107 2/ VENT TOP AND BOTTOM RAIL FY1OS AS READ. GLAZINO BEAD - AS READ. REWFORCWO BAR - AS REOD. REItiFORCWG BAR FY204 AS RTEQO. ADO -0N SILL RISER FY208 4/ VENT ROLLER HOUSING k GUIDE FY208 2/ VEM ROLLER FY210 2/ VENT ROLLER PIN p8 X 1' AS REOD. FRAME/VENT ASSEMBLY SCREWS IS X 3" a/ VENT M. RAIL SILL SCREViS (SILL EN YWIB1 AS REOD. F114 SEAL W'STRIPP84G )300T1S0 AS REOIL BULB SEAL E207 AS REOD. BULB SEAL E203 AS REQD. "NO READ BULB FLO -80 AS REQ0, GLASS SPACER SL203P 2/ VENT SWEEP LATCH 18 X 1/8° 2/ LATCH LATCH INST. SCREW` WAX 2/ WOW WEEP VALVE - I/ VENT 8/t8° BOX SCREEN FY120 - FLUSH FRAME ADAPTER MATBRIAL MANF. /8UPPLM /REMARKS H 5063 -T6 41U 8083 -T8 - t 8083 -1`8 6083 -TS - - O 8083 -T6 8 -T8 .`_ P 80083 63 -TB - OM -T8 6067 -T6 6083 -T6 STEEL - STEEL - Q 8083 --76 USE AS REOD. CELCON - BRASS ST. STEEL �1 CRS P.H. SIAS CRS P.H. SIAS ULTWAS Q -LON SCHLEGEL i PWOPRENE ULTRAFAB. DIMMETER 8535 "OPRENE ULTRAFAS. OUROMETER 6535 SRtCONE FRANK LOTTE - SULLIVAN B ASSOC. ° ST. STEEL OH SMS �p f� - PREFERRED ENO. PRODUCTSjj - OPTIONAL g o 8003 -T8 OPTIONAL Q j Wrne as cc in�with the ) 682 Building Code t3 A IrCCe ml lon NO 14- 11 2013 °y h8end ProduU drawing no. W09 -12 � � 6 r.90 1�►'C r Q Yb$� O $x�7 � o p £� W g� a "°'a o2 -aa-os 0 c°n � ,i2•v,• m I �Ar. 1y�Xgµ�p �p W Nlr--0 0 ..� A 04.17.08 . B 01.3t.121 I w awa 1X6 OW umw. AOORFSS mv. . 0000 0000.. . .. . .. 0000. . . ... .. 00.00 . ... . 0000 0000 0000.. 0000.. 0000.. . 0000.. 0000.. 0000 � � 6 r.90 1�►'C r Q Yb$� O $x�7 � o p £� W g� a "°'a o2 -aa-os 0 c°n � ,i2•v,• m I �Ar. 1y�Xgµ�p �p W Nlr--0 0 on A 04.17.08 ,� q,AP66 7X6 9iEEf B 01.3t.121 I w awa 1X6 OW umw. AOORFSS mv. 01 wel Ica ara� SEM-20D aria WM MW st tom) AL-FAROOQ CORPORA:710N a ECO WINDOW SYSTEMS, LLC. ENGWEERS &FRODUCr nEVELOFMENT 1235 SW. 87 AVE 9114 N.W. 106 STREET t oR+�A 33yya C MEDLEY, FL. 33178 �m t3�zsaslop Faxcsos7�aBS� TEL (308) 865 -5289 FAX (MS) 885 -5802 0000 .... ........._ .�__ VAO NSkY MIAMI -DADE DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY ARFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION OF ACCEPTANCE (NOA) Security Impact Windows, LLC 975 & Congress Ave. 0 102 Delray Beach, Florida 33445 rD 0 4/- 10 o); MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (7W 315 -2599 w�.mianiidade.govipera/ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11525 "Aluminum APPROVAL DOCUMENT: Drawing No. W08-32 Rev B, titled "Series 525 Alum Inswing Entrance Door", sheets I through 7 of 7 dated 03 -25 -08 and last revised on MAY 14, 2012, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. IMPACT TING: Large and Small.Missile 1. See Design Pressure ratings in sheet 2 for unit sizes Vs glazing option. 2. See lock options in sheet 6. 3. Elco 5116" Ultracons anchors applicable at ADA sill only ( see sheets 2 & 3 for details) 4. Standard & ADA sill (threshold) are not rated for water infiltration LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. ." "6 TERMINATION of this NOA wil l occur after the expiration date or if there has been a re;' isiane pr change iv the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endoruent of Iny product,• • • • • for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to 4mply with any section of this NOA shall be cause for termination and removal of NOA. *go* 0 0 • • 0 • • • • ADVERTISEMENT: The NOA number preceded by the word§ Miami -Dade County, Florl �.�rid follpwe(Iby thy:..' expiration date may be displayed in advertising literature. If any portion of the NOA is OW41ed, them.h.9iall bee•••;• done in its entirety. • 0000.. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacture'1r or it§ distrrlwtei6and :000*: • 0060.. shall be available for inspection at the job site at the request of the Building Official. 0 • 0 0 • This NOA revises NOA 0 08- 0331.02 and consists of this page 1 and evidence pages E -1, as well as appigla;l document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. i , • APPROVEDI NOA No 12- 0223.23 Expiration Date: January 27, 2015 Approval Date: May 24, 2012 �. Page 1 Seculrity Impact Windows, LLC , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 08- 0331.02) 2. Drawing No. W08 -32 Rev B, titled "Series 525 Alum Inswing Entrance Door", sheets 1 through 7 of 7 dated 03 -25-08 and last revised on MAY 14, 2012, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 08- 0331.02) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202= 94(Not Performed) 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411- 3.2.1 and TAS 202 -94 Along with installation diagram of aluminum Inswing / Outswing doors w /wo sidelite and transom, prepared by Hurricane Engineering and Testing, Test Report No. HETI 07 -4339, HETI 07 -4371, HETI 07 -4371, HETI 07 -4372, HETI 07- 4373and HETI 07 -4374 dated 01/03/08, HETI- 08 -2184A & B dated 10/01/08, HETI 09- 2572A, HETI 09 -2573 dated June 30, .2-009, all signed and sealed by Candido Font, P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2010, prepared by Al Farooq Corporation; dated May 14, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and comparative analysis, complying with FBC -2007, prepared by Al Farooq Corporation, dated 10 -15 -09 and last revised on 12- 01-09, signed and sealed by Arshad Viqar, P.E. (transferred from file # 08- 0331.02) 3. Glazing complies w/ ASTMS- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued °to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 0 interiayer ", expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia, for "Saflex clear & color interlayer ", expiring on 05/21/2016: F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prejf!n -by Al Farooq Corporation, dated 01/17/12, signed and sealed by Javad Ab1.a4*%.E. •..0 • • 0 2. • 0 Statement letter of conformance to FBC 2007 and letter of no financial ix cost, pr* M'by .... • Al Farooq Corporation, 10/19/09, signed & sealed by Arshad Vigar, P.F. 0 • : • 0 • :... •. 3. Lab compliance M part of the above referenced test report. 0 "" .4. Addendum letter ref HETI -07 -4374 dated May 06, 2008, issued by HETl;Fliped and seaj�d 0 0:0.0 by Candido Font, P.E. ' • G. OTHER • • • 0.0 • • 1. This NOA revises NOA # 08- 0331.02, expiring on 01/27/15. .• : " "' • 2. Test proposal dated 05/01/08 approved by BCCO. 00.... 3. Test proposal #07 -3758 dated Dec 05, 2007 approved b BCCO. I iaq L Chanda, P.E. Product Control Examiner NOA No 12- 0223.23 Expiration Date: January 27, 2015 Approval Date: May 24, 2012 E -1 3/16° HEAT STREN'D GLASS 090° WTERLAYER BUTACITE PVB BY 'DUPOM' 3/16° HEAT STREW'D GLASS SILICONE (DOW 998 m t \ 13 72 \ is ! i 1 21 QLA38 TYPE 'A' 7/18° OVERALL LAM. GLASS HEAT STREWO GLASS .090' OR .100' WTERLAYER SEHTRYGIAS BY 'DUPONT' x-3/16' HEAT STREN'D GLASS 1: 1 I 1 \/ \ 21 SI�._TYPE 'D. 7/16° OVERALL LAM. GLASS TEMP. GLASS ` 1R SPACE DECORATIVE PANEL AIR SPACE \ \6/32' HEAT STREN'D GLASS S � � s 'DUPONT' S, W MASS 6° TEMP. GLASS AIR SPACE 3/16' HEAT STREN'D GLASS .090° INTERLAYER BUTACTTE PVB BY %UPONT' 1 r3 /18° HEAT STREN'D GLASS Or • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ALTERNATE GLAZING DETAIL. GLASS TYPES 'A' & 'B' GRILLE SHAPES VARY to Sus / GRILLE MIN. 0"Jivucr lRi vam �rIK •� RM:I�' r � D22j.23 h THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 625 ALUMINUM INSiFING ENTRANCE DOOR DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD SUCKS BY OTHERS, MUST BE -ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL PE BEYOND WALL DRESSING OR STUCCG. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD OURADON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. 0006 SECTION 2003.8.4. agrf J Ak! ,Plx 7G89Q CA.pLr V A V. o O fl O a a Ut g �Q (� Q 4� Big N aim N O a 1 `H drawing no. WOB -32 •« ••• • of 0 004 GLASS TYPE 'C' 1° OVERALL LAM. INS %. OIAS% • • GLASS TYPE 'D' 01- O>" LAM. *W4 GIA% • • • 0•WLAZSNG OP1�lONS • • • • • Or • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ALTERNATE GLAZING DETAIL. GLASS TYPES 'A' & 'B' GRILLE SHAPES VARY to Sus / GRILLE MIN. 0"Jivucr lRi vam �rIK •� RM:I�' r � D22j.23 h THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 625 ALUMINUM INSiFING ENTRANCE DOOR DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD SUCKS BY OTHERS, MUST BE -ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL PE BEYOND WALL DRESSING OR STUCCG. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD OURADON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. 0006 SECTION 2003.8.4. agrf J Ak! ,Plx 7G89Q CA.pLr V A V. o O fl O a a Ut g �Q (� Q 4� Big N aim N O a 1 `H drawing no. WOB -32 S 1/2" MAX. 39 3/8" MAX. FRAME WIDTH 13 3/4 MAX. A HEAD SELL HEAD /SILL CORNERS I GLASS TYPES C. & 'D' �./ OECORATNE GRILL • o me mm ^a m ,m 4s tt Al Al `ilU 4U au i I, Z - - -' \ I' \,1 A 1. \ ACTIVE SURFACE APPUED DOOR DIMS. OLA53 TYPE 'A' FALSE M NTWS OR_/ I GLASS TYPES C. & 'D' �./ OECORATNE GRILL • MAY BE USED 29 9/18' MAX. O.L. OPG. MIT.(.) I 38 9/18' MAX. ODOR LEAF WK111 97 -3/4' M o me .SV qU �M �h DOORS LOAD CAPACITY - PSF OORS (X) DOOR DIMS. OLA53 TYPE 'A' GLASS TYPE 'S, I GLASS TYPES C. & 'D' FRAME WIDTH FTYddE I H EXT.(+) Eno) WT.( -) MIT.(.) I WT.(-) OECORATR7E GRILL 97 -3/4' 0.0 70.0 80.0 80.0 80.0 80.0 39 -3/B 1 I 70.0 •80.0 0 -01 i" Oro-; 78' MAX. FRAME WIDTH 13 3/4" 8 1/2' MAX. Mi� HEAD /SILL A HEAD CORNERS --- �' .1 HEAD ANCHORS AT STILE ENDS (5) AT 3'O.C. h ' ::A, A., GLASS TYPE 'B' 14 FRAME HEIGHT EXT.(+) WT.( -) EXT.( +) SURFACE APPLIED FALSE MUNTWS OR t3 -- - 1Q OECORATR7E GRILL 97 -3/4' 70.0 MAY BE USED 28 9/18' MAX. 'm 80.0 D.L. OPG. 78' I,/ I I \ DOOR LEAs WIDTH SILL ANCHORS AT STILE ENDS c • • • NOTE: I At I , • • • • • II 1 �i 1. I i INACTIVE ACTIVE h • •• DOORS LOAD CAPACITY - PSF DOUBLE DOORS (XX) ' ::A, A., GLASS TYPE 'B' 14 FRAME HEIGHT EXT.(+) WT.( -) EXT.( +) SURFACE APPLIED FALSE MUNTWS OR t3 -- - 1Q OECORATR7E GRILL 97 -3/4' 70.0 MAY BE USED 28 9/18' MAX. 'm 80.0 D.L. OPG. 78' 108° 38 9/18' MAX. ••• ••• • DOOR LEAs WIDTH SILL ANCHORS AT STILE ENDS • • • • NOTE: (S) AT 3' O.C. • • / lxx) • •• DOORS LOAD CAPACITY - PSF DOUBLE DOORS (XX) DOGE DIMS. GLASS TYPE 'A• GLASS TYPE 'B' GLASS TYPES C. & ,D. FRAME WIDTH FRAME HEIGHT EXT.(+) WT.( -) EXT.( +) WT.( -) EXT.(+) WT.( -) 78 97 -3/4' 70.0 1 70.0 80.0 50.0 80.0 1 80.0 78' 108° • ••• ••• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F 0 �aM SEE SHEET 6 FOR LOCKING OPTIONS a AT ACi1VE &INACTIVE LEAFS. NOTE: NO F1USH BOLTS ANO LOCKS MUST BE ENGAOED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING, O C3 " rc Z LLJ Lim 3° pkf11QUCP N$YDIHfilj ;M Q 8 1/2" 6 wm tw Fbrl& MAX. 23 SILL CORNER ANCHORS •W o AT ADA THRESHOLD ONLY ` � SEE SHEET 3 FOR DETAIL NOTE: GLASS CAPACITIES ON THIS SHEET ARE s • •• • • • • ••• • LEAF HEIGHT = FRAME HEIGHT - 178' • • • • • • • • LEAF WIDTH FRAME WIDTH -"12"000 • • • • • • • D.L.O. HEIGHT (DOOR) LEAF HEIGHT - 12" (4" TOP RAIL, B" SOT. RAIL) D.L.O. WIDTH (DOOR) LEAF WIDTH - 7" • ••• • ••• ••• • • • • • • • • • NOTE: • • • • • • • • • • • • • • VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F 0 �aM SEE SHEET 6 FOR LOCKING OPTIONS a AT ACi1VE &INACTIVE LEAFS. NOTE: NO F1USH BOLTS ANO LOCKS MUST BE ENGAOED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING, O C3 " rc Z LLJ Lim 3° pkf11QUCP N$YDIHfilj ;M Q 8 1/2" 6 wm tw Fbrl& MAX. 23 SILL CORNER ANCHORS •W o AT ADA THRESHOLD ONLY ` � SEE SHEET 3 FOR DETAIL NOTE: GLASS CAPACITIES ON THIS SHEET ARE s BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS— DEC -218 =1;;,�.�W�Ingno. sheet 2 of 7 tBY OR 28y TYPICAL ANCHORS WOOD BUCKS SEE ELEVATIONS SEE NOTE BELOW -- Ed. 4a ' 18 tS MIN • 7 FOR METAL STRUCTURE OR APPROVED MULLION 1 /8" TH1C MIN. kll I 11 TYPICAL ANCHORS: SEE ELEV. FOR SPACING SUBSTRATE Ir AT HEAD AT STD. SILL AT ADA. SILL AT JAMBS MN. EMBED. MB4. EDOE DIST. MIN. TWIff. TIN- DIST. MN. EMBED. MIN. EDGE DIST. MN. EMBFA. MIN. DGE DIST. 1/4° DIA. ULTRACONS BY .Q�. (FU-177 N34 FY- 155 1(m) WOOD 1 -3/4° 1' NA NA NA NA 1 -1 ° is N.A. _ 2 -1/2° N 1 -3/4' NA NA 1 -1/4° 2 -1/2° NA NA 1- - 2° S /18° 6W. 13Y 'ELCO' (Fu= 177 K51, fy =188 KSI) W006 NA. IJL NA NA NA NA NA MASONRY _ NA NA. NA NA . NA NA NA NA. OONCRETE NA NA NA NA 1 -1/4° 2 -1/2" NA NA 1/4" Mk SELF DRUM SCREWS1 (GRADE 8 CRS) METAL 1/8' 3/4" NA NA N.A. NA 1/8" 3/4" -- WOW = 25Y WOOD BUCKS OR WOOD STRUCTURE SA m 0.88 MN. MASONRY - P -90 HOLLOW /FILLED BLOCK I'm - 2000 PSI MN. CONCRETE a f'e =3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy - 38 KSI MN. MIAMI -DADE COUNTY APPROVED MULLION 1 /8" MIN. THK. IBY OR 28Y WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE, ANCHORS MAY BE HEX OR FLAT HEAD. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 9. -+ .ice; '. irA? cA.eL Pt 0 7=2'. '. • a1B r4eDUt;P11BVTRB6 •seere,06 1W Atesoarse app. Z 'Z3 D4 0 oN Q �4 �1g gaM z ti IN D. U 03 fV E' �crowing 8no. � WO8 -32 meet 3 of 7 is I � t I � I t 4 ��.� 1 • • � • 'yam pr • • • _1_1_ 055.8/18' DIA. ULTRACON a " • • POURED j& HARDENED HIGH '.RREN01/1•ttROUT " • • v ° ° AT AOA SILL ONLY v TYPICAL ANCHORS • Yo • • • SEE ELEVATIONS SEE ELEVATIONS • • • Sm PS•MN. NOTm1f S.I.W. • • • • • • FOR SPACING FOR SPADING • • • *AST tWANSFEMSHEAS • • • STANDARD TIiR&9HD1D L(MW TO STRUC�RE • • • • ADA THRESHOLD ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 9. -+ .ice; '. irA? cA.eL Pt 0 7=2'. '. • a1B r4eDUt;P11BVTRB6 •seere,06 1W Atesoarse app. Z 'Z3 D4 0 oN Q �4 �1g gaM z ti IN D. U 03 fV E' �crowing 8no. � WO8 -32 meet 3 of 7 TYPICAL FOF WOOD 8 TYPICAL ANCHI SEE @ FOR SPA( -51k , SEE = 4,v O �o D R1IQQAGT NttYIYBfl � 3 Iu soppij9c w19� � IbAIR C3 qe _ TE •23 If .'AI. ANCHORS FOR SPACING _ J m VV rAPPRWD MU N OQM N aom m {g/! 0) ALTERNATE LOCATION FOR ANCHORS • • • , t}eL•.PC\ .F05G2 •. n • • • • • • • • • • s • drawing no. • • • • • • • • • • � i ;. sheet 4 of 7 • • • • • • • MAY 14 NV .'AI. ANCHORS FOR SPACING _ J m METAL STRUCTURE OR rAPPRWD MU N OQM N aom m {g/! 0) ALTERNATE LOCATION FOR ANCHORS • • • , t}eL•.PC\ .F05G2 •. .'AI. ANCHORS FOR SPACING .... ....... : . • • . . . . • • . • . • . .. .. . . . •• .. ... . . . ... . . • • • • • • • • , t}eL•.PC\ .F05G2 •. n • • • • • • • • • • s • drawing no. • • • • • • • • • • � i ;. sheet 4 of 7 • • • • • • • MAY 14 NV .... ....... : . • • . . . . • • . • . • . .. .. . . . •• .. ... . . . ... . . 4.412 .094 TYP. .750 1.750 1-2.122---4 DOOR FRAME HEAD /SILL FRAME JAMB TOP /BOTTOM RAIL BOTTOM RAIL U � � 1 .192 Z J= �o O THRESHOLD /SILL V g0.4 4.040 °t °p �r z 2.000 1.078 yp. P. e HINGE /LOCK STILE _ N o_ a r'i Z 8 1p�QOUCP WAEYMA lie ,.o�i a m 0.882 1.750 t 1 • �' ham-- 3.000 S� .882 .123 O FLUSH BOLT BLOCK 1.ao1r 1.?� .082 ��. 078 1.238 4111.000 µ .078 .37s 12 12a 1.070 INTERIOR GLASS STOPS g<m •• • • • s. 1 •• • SYiAP•C• OUEIi • •• • • • 682 1.19s "r•. • •• • • • • ••• • •� �r�V •° • • • 592 • • • • • .922A. 113_Q , • • • • • • • • • • t ass o art Y�� .080 .830 1.388 .144 ' • •• 2.010 ••• •• • 1.118 ,• �•,�, drawing n0. :. : : : : : Itt .• W08 -32 • ! • JAMO SCREW COVER • • • • EXTERIOR GLASS STOP MAY,1 ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • LOCKS: ACTIVE LEAF: OPTION H1: 3 %DINT LOCK ASSEMBLY (M1805S) BY *ADAMS RITE' WITH 4015 THROW BOLT AT 35 -1/2° FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TORN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL OPTION 42� LOCK ASSEMBLY (KL4027 & KP4028) BY 'KWIKSET' WITH THROW BOLT AT 35-1/2- FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR MANUALLY OPERATED FLUSH BOLTS LOCATED AT 13 -1/2" FROM BOTTOM AND 34" FROM TOP. OPTION 03 : LOCK ASSEMBLY (W5110— STACT6) BY 'ASHLAND' WITH THROW BOLT AT 35 -1/2" FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TUMX•ON• • INTERIOR AND ENGAGING FRAME AT HEAD A111D SILL • INACTnm' LE4F • • CONCEALED FLUSH BOLTS (FB- 1202 - 914)• • • • • BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13 -1/2" FROM BOTTOM AND 34" FROM TOP NOTE: LOCKS MUST BE ENGAGED DURIRO • PERIODS OF HURRICANE W" PS S • • • • • •• HINGES: 4" X 4" ST. STEEL BUTT HINGES (DSB4NB OR S44HO) AT 13" FROM TOP AND BOTTOM ENDS AND 26 -5/8. O.C. MAX. HINGE ATTACHED TO DOOR FRAME AND DOOR ME USING (4) #12 X 1" FN MS 3 HINGES PER LEAF UP70 6/8 HIGH DOORS 4 HINGES PER LEAF DOORS HIGHER THAN 6/8 • • • • • •• • • • • • • • • •• •• • • • • . . • • . . • • •.• . • • ••. • . ITEM Q PART # REQD. DEBCRTPTION MATEIUAL MANI+. /SUPPLIER/REMARKS 2 DWF -013A i DOOR FRAME HEAD /SILL 8063 —T6 — 3 DWF -008 2 /DOOR FRAME JAMB 0063 —TB — 4 OWF -002 1/ LEAF DOOR TOP/BOTTGM RAIL 6083 —TB — 5 DWF -003 I/ LEAF DOOR BOTTOM RAIL 8083 —T6 — 6 DWF -001 2/ LEAF HW6E 9TOE/LX:C ST0.E 6083 -78 — 9 DWF —OII AS REQCL SCREW COVER 6063 —T8 — — 11 DWF -012 AS REDD. SNAP COVER 8063 —TM 12 DWF -003 AS READ._ INTERIOR GLASS STOP 8063-712A OWF -024 AS REOD. INTERIOR GLASS STOP 8083 —T13 DWF -004 AS REDO, EXTERIOR GLASS STOP 6083 -713A S1W833 AS REDO, EXTERIOR GLASS STOP 8063 —T15 32082 — FOAM -71TE W'STRIPPINO VOWL 16 0226X190 — Q —LON 2 W'STRIPPINO VINYL SCHLEGEL 17 5101 -8 AS READ. GLASS STOP GASKET SANTOPRENE 8Y CENTRAL PLASTICS 18 .187 x .320 HT. AS !!CIO. FWSEAL PILE WSTRIPPING FDISEAL PI.E W'STRIPPINC ULTRAFAB 19 .187 ■ .200 HT. AS ROD. ULTRAFAS 21 18 X 1/2" AS REQO. GLASS STOP SCREWS SELF DRILLING AT 8" FROM ENDS & 15 O,C. MAX. 22 J12 X 1 -1/4" — FOX PANEL SCREWS PH SMS — AT 8" FROM ENDS & 17' O.C. MAX. 24 SD44HD 4/LEAF' BUTT HINGES STAINLESS STEEL 28 912 X 2" 2/ CORNER FRAME ASSEMBLY SCREWS ST, STEEL PH SMS 27 #12 X 4" I/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 28 112 X 1/2" AS REDO. HINGE ASSEMBLY SCREWS ST. STEEL FH MS TYPE 23 29 2OW AS REDO. THRESHOLD /BILL 6083 —TB — 30 DOD BAV36 AS REOD. OCOR BOTTOM SWEEP ALUM/VMYL BY CRL 31 SIW 521 — FLUSH BOLT BLOCK 8063 —TB — 32 02 — FLUSH BOLTS ULUVAN & ASSOC. 33 1 M1805S — 3 P094T LOCK — ADAMS RITE SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. 62 PBMTDUCTC UWWW Isie at s4Glil�Codt�`M' Awa4=M5 Me 2 8� h z aa� Ed S �O pZLn Q iii Z j j (L 0 IN —2 vi � I!^ oravnng no. W08 -32 rb (DO MIAMt�DADE MIAMI -DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 —WSIC&OF ACCEPTANCE (NOA) www.miamidade.$ov /vera/ Eurotech Industries, Inc. 4201 NE 12 Terrace \ Fort Lauderdale, FL 33334 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to h4.ve this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reservos the right to- revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. _ DESCRIPTION: Aluminum Outswing Entrance Door -LAU PROVAL DOCUMENT: Drawing No. W04-01 Rev Z, titled "Aluminum Outswing Entrance Door", sheets 1 Prough 5 of 5, dated 01/15/044 and last revised on FEB 01, 2012, prepared by AL- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number mp* 0e -` atal w to Miami -Dade County Product Control Section. MISSME IMPACT RATING: Large and Small Missile Impact 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no "" change in the applicable building code negatively affecting the performance of this product.. .... ' TERMINATION of this NOA will occur after the expiration date or if there has been a revision ar chauge iu the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an ends meant of W * * * product, for sales, advertising or any other purposes shall automatically terminate this NOA' Fhiltte to comply with any section of this NOA shall be cause for termination and removal of NOA. 000* ' ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flaida,.and fbDowe�d by the expiration date may be displayed in advertising literature. If any portion of the NOA im displayed, 1'it $hall be done in its entirety. INSPECTION: ,A. copy of this entire NOA shall be provided to the user by the manufacturer o ,ids distf` bug s and shall be available for inspection at the job site at the request of the Buildmg Official. This NOA revises NOA # 09- 0310.05 and consists of this page 1 and evidence pages E -1, as well as apprOval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 12 -0208.03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 s - Page 1 ..000 Eurdtech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0310.05) 2. Drawing No. W04 -01 Rev C, titled "Aluminum Outswing Entrance Door ", sheets 1 through 5 of-5, dated 01115/04 and last revised on FEB 01, 2012, prepared by AL- Farooq Corporation, signed and sealed by davad Ahmad, P.E. B. TESTS (transferred from file # 09- 0310.05) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08- 2021, 08- 2022, 08 -2023 and 0 8-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113 2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI 03- 1882, 08 -1889, 0 8-18890 and 0 8-2024, dated 01115/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz -Seda, P.E. (transferred from file # 08- 0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HET!- 04 -Tl00, dtd 01129 /04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC 2010, prepared by Al Farooq Corporation, dated FEB 02, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor Calculations and structural analysis, prepared by AI- Farooq Corp., dated 04/28/08 and last revised on 06- 02 -09, signed and sealed by Arshad V igar, P.E. (transferred from file # 09- 0310.05) 3. Glazing complies w/ ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemopus 4 Co., k} : -for Their "DuPont Sentry Glass ®Plus", expiring on 11 /14 /17. so* 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemdtiiS0... 6Co., 000 their "DuPont Buta.cite PVB interlayer ", expiring on 12/11 /16. 0000 . F. STATEMENTS 0000 1. Statement letter of conformance to FBC 2010 & no financial interest, lireVnd by jV Farooq Corporation, dated 01/25/12, signed and sealed by Javad AhQc P E. 00 6 2. Lab compliance as part of the above referenced test report. . . 6 0000.. G. OTHER 6.6 • 1. This NOA revi NOA # 09- 0310.05, expiring on June 10, 2014.6' ' 0 0 0 6 • • ses 2. Test proposal # 07 -3527 approved by BCCO. skag t . atiAIA, Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0208.03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 E -1 0000.. 0000.. .0000. 00000 00000 000000 0000.. 0000.. (2) ADDL ANCHORS V I ----_ � EMS 1- It AT MTG. STU E- �I 42' RED. FOR W000 OR j I Ii SEE SEA TE NOA 11 1 i E 1470TH WOOD BUCK INSTALLATIONS FRAME WIDTH I j FORT ji I i ONONLY II RATWQ�OEfAILS 11 I 13 I -- DOOR HINGES 13' MAX. 9" MAX. 0 i ice_- 11 i I S° MAX. o SURFACE APPLIED SEE SHEET 2 HEAD /SILL HEAD /SILL 1 r -- = --'1 I FALSE MUNTINS FOR QUANTITIES CORNERS I1 - - - -- ---- I1 CORNERSS {� MAY tE USED r & CAPACITY A / it / \ IF / ii SEE SEPARATE NOA II ,1L1 FOR 51pF117E 11 I / AC1jVE IN-Al jTNE \ el RATING AND DETAILS Ij 1 / LEIAF \ ao • ' /• 1� i � 1 ' 11— /— � Bf 'I I III 11/ :- U 117 W Z DOOR HINGES Z M SEE SHEET 2 j FOR QUANTITIES j�Q1 MIAW -DACE COUNTY N 8c CAPACITY 31 3/4' $ APPROVED MU � 28" O.L. CPG. n )j D.L. OPG. D.L. OPQ. y 38 t /8° 38 3/8° 38 3/8" ALUMINUM OUTSWING ENTRANCE DOOR LEAF WIDTH LEAF WIDTH LEAF WIDTH � 1YPICAI. ELEVATIONS � APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS, ALSO SINGLE AND DOUBLE COORS IN COMBINATION WITH SIOELITES 21 USING SINGLE A MIAMI-DADE DOUBLE APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE COORS WITH OR WITHOUT SIDEUTES IN p 03 COMBINATION WITH TRANSOMS USING MIAMI -DADS COUNTY APPROVED ) MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o '� 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o a m u HURRICANE ZONE (HVHZ). WOOD SUCKS BY OTHERS, MUST §•�ICADRI P:OPLRLY TD TRA•ISFiR • • I . • • 4 LOADS TO THE STRUCTURE. • • • • i • i • • THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. JAM AJAM ANCHORS SHALL BE AS LISTED, SP &ED ASOSPO•I ON OiTAIUS, RS SHUTTERS ARE NOT REQUIRED. FLA. PE A@ 789A¢ EMBEDMENT TO BASE MATERIAL S1�L•BE•LEION(* :AU. MR:S�ING1 Oli ST 4 C-41C 'S,tl38 & . ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ALE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 1Z droving no. MATERIALS INCLUDING BUT N UMIT8" STEEL /METAL SOMWS, THAT* • • Vd04 -01 COME INTO CONTACT WITH FM� • M SHRLL MEET TH[ • • cheat 9 of 5 COME INTO C TA THE FLO E 5EG�ION 2009!8.4. • • • or - - - • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • / n / u / II/ AC.Imve LBAF -- L ° \ \ jai \ '1 I 11 \ 8 II \ - - - • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 A DESIGN LOAD CAPACITY - POP SINGLR (X ) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. ( +) INT. (-) 2/8 3/O 3/8 8/8 m-- 85.0 85. 85.0 2/6 3/0 3/8 7/0 100.0 85.0 2/6 3/0 3/3 85.0 8. 85.0 2/8 3/0 3/8 8/0 .0 7678.0 85.0 2/6 3/0 3/3 88.0 78.0 88.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS: 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4' X 1/4' X 16 -1/4° LONG ATTACHED WITH (2) 18 X 3/4° SMS HINGES SINGLE DOORS: TWO- HANDED COMB LONG EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE (5) PER LEAF AT 6 °, 12 °, 38', 63 -1/2' AND 92 -1/2' FROM TOP OF DOOR • • • •• • / i DESIGN LOAD CAPACITY - POP SINGLE (X) DOORS DOOR B12E GLASS TYPE 'B' WIDTH HEIGHT EXT. ( +) INT. ( -) 2/8 3/0 3/3 6/8 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 7/0 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 8/0 100.0 140.0 100.0 140.0 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REOUIRE0. LOCKS SINGLE DOORS: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 002181 ATTACHED WITH (4) #10 X 1 -1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38' FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4° X 1/4° X 18 -1/4° LONG ATTACHED WITH (2) ®8 X 3/4' SMS HINGES SINGLE DOORS: TWO - HANDED COMB HIM EXTRUDED ALUMINUM BRMOE 2 t i7)3 Aae1/4p, rnrd MRS .6T r• fOPs*v#S0TJOM•0 QT• 1p VEROLEAS e �T) 3', 4RO-3 � • • TOP AND BOTTOM DESIGN TOAD CAPACITY - POP DOUBLE (XX) DOORS DOOR SIZE CLAM TYPE 'A' OR 'B' WIDTH HEIGHT EXT. ( +) INL ( -) 5/0 8/8 75.0 75.0 76.0 75.0 6/4 8083 -TB 6/0 3 75.0 75.0 DOOR BASE BOARD 7/0 75.0 75.0 6/4 1/ DOOR 5/0 8/1 75.0 75.0 75.0 75.0 6/4 3083 -T8 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LOOT EXTEROR(+) LOADS TO 48 PSF FOR INSTALLATIONS WIRE WATER INFILTRATION RESISTANCE IS REQUIRED. ITEM I) PART / READ. ONSCRIPHOR MATERIAL MANF./SUPPUSlI/REMARKS 1 ERCOB AS REOD. DOOR FRAME 8083 -TB 2 ER012 _ AS READ. DOOR LEAF 8083 -TB - 3 VZ188B 1/ LEAF DOOR BASE BOARD 5083 -T8 p=ryC^j pµ1 4 VZ -1403 1/ DOOR FRAME BILL 8083 -T8 - 8 - 1/ DOOR SILL BASE 3083 -T8 - 6 VZ -1481 AS REOD. ASTRAGAL STILE 8083 -TB - 7 VZ -1938 4/ LEAF I (LAZING BEAD 6083 -T8 - 8 2801 AS REOD. OLAZINO QASKET EPDM WIRONETER 7819 SHORE A to 1001/60 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 11 00800% 4/ LEAF HINGES ALUMINUM GIESSE 12 810 X 318' 4/ HINGE HW INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS REOD. _ BULB WVRIPRM - - 14 010 x 2' AS READ. ASSEMBLY SCREWS - HH SELF DR IM IB ®12 X 1 -1/4 FRAME ASSEMBLY SCREWS SUB • LOCKS DOUHLS DOOR51 A!'TAJE 1 FAh MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) j8 X I -1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK MILE 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART (♦02188 ATTACHED WITH (4) a8 X 1 -1/2' SMS. HINGES DOUBLE DOORS: TWO- HANDED COMB HWG EXTRUDED ALUMINUM BRIDGE 2 BY 'OIESSE' (8) PER LEAF AT 8°. 12 °, 35', 63 -1/2° AND 92 -1/2° FROM TOP OF DOOR • • • • ♦ • • • • • NOTE TTCM FLUSH BOLTS MUST BE • • • • • • £ GWg Dt#RNO PERIODS OF HURRICANE WARNING. - - - • • • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 10 3/18' HEAT STREN'0 GLASS 090° INTERLAYER `SBUTACITE PVB BY 'DUPONT' 11 X3/18° HEAT STREWO GLASS Q O idi. gg� n Ril Lig, mlo HEAT SIREWD GLASS 1 n 100° INTERLAYER ENTRYGIAS BY 'DUPONT' v7 3 3/16' HEAT STREWD GLASS (JJ rd' W W M 6 dM k p=ryC^j pµ1 SILICONE CE SCS 2800 Q r Z 2 SILGLAZE I II' iI t9 z i- S 5 Z�„ a r°vl \ u o • i E 'A' GLASS TYPE 'H' GLAZING OPTIONS rM(4DUCrwLVL6�D vrlM qs P1441fA a4a 1� °3 atF>hL �a/4 A NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -- DEC --219 r c.aH. aqw Drawing no. W04 -09 rat srawrt0 RN a 0 1 a' TYPICAL SEE ELEV. FOR 78Y TYPICAL ANCHORS WOOD BUCK SEE ELEVATIONS FOR SPACING ..E ii .. .. 3 9 • • N• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° DA, ULTRACON BY 'ELCO' (FU-177 RSI, Fy =188 XSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN, PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 1NG INTO MIAMI —DADE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE ' INTO CONCRETE AND MASONRY - 2 -1/2° MIN. ou"ucirravom 0 INTO WOOD STRUCTURE = INTO METAL STRUCTURE = 3/4' MIN. NyMM1o•eb CONCRETE AT HEAD, SILL OR JAMBS f'o A 3000 PSI MIN. 1 0 -90 HOLLOW /FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. SRALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH AOSEL OR TEKNA 50728 SEAIANTS. I � \ �4%( V pQ+' gg h 04;1 Olt� ui 4111 1 nV � 13 IyJ M aN ul �M ,n c drawing ..110 W04 -01 ye x 1 /a° SMS J� S° FROM ENDS AND 10° O.C. MAX (4) #12 X 1- SMS a AT 2` O.C. MAX. AT CENTER OF SILL 13 • REOD AT ()I Obits • • ° ..• •. ... • • N• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° DA, ULTRACON BY 'ELCO' (FU-177 RSI, Fy =188 XSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN, PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 1NG INTO MIAMI —DADE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE ' INTO CONCRETE AND MASONRY - 2 -1/2° MIN. ou"ucirravom 0 INTO WOOD STRUCTURE = INTO METAL STRUCTURE = 3/4' MIN. NyMM1o•eb CONCRETE AT HEAD, SILL OR JAMBS f'o A 3000 PSI MIN. 1 0 -90 HOLLOW /FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. SRALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH AOSEL OR TEKNA 50728 SEAIANTS. I � \ �4%( V pQ+' gg h 04;1 Olt� ui 4111 1 nV � 13 IyJ M aN ul �M ,n c drawing ..110 W04 -01 P �r Flu mm � F SHIM SPACE t /4^ MAX. 3 1/4° MAX. SHIM 1 e g i3 SHIM © O STRUCTURE a g SINS 2 flp6D BUD ___ _ TYPICAL ANCHORS OR ((( ACTIVE LEAF FOUR SPACING WOOD 31RUC gYr a 13 +' 13 TYPICAL ANCHORS SEE 6". FOR SPACING 18 12 EXTERIOR t3 TYPICAL ANCHORS s SEE ELEV. 11 Z Y O.L. OPG. FOR SfMC@16 LEAF WIDTH z --' FRAME WIDTH SINGLE DOOR O n MIAMI -DARE COUNTY APPROVED MULLION Z SEE SEPARATE NON O F 1/4" MAX WU W �,._.-. =.- =ii 1 � SF�I 18Y pSSp F- I I Z+ WOOD BUCK SEE SEPARATE NOA a i t I ACTIVE LEAF IN- ACTIVE LEAF a w a FOR SIOEUTE • HATING AND DETAILS q I I i 13 • t8 _ _ b 1 1 r fyI�tH tea= 1 Igo., samee 1 1 I _ � o —00 ffi 0 ° SEE ANCHORS FOR SPACING i2 13 0.L0. tt 2 EXTERIOR (2) #8 X 3/4' D.L. OPG. SMS LEAF WIDTH LEAF WIDTH < m _LL FRAME WIDTH • • • • • • • • • DOUBLE DOOR ngr •AV • • • • • • • • • • • • f • vdfjAUCf NE1fID®Y PIA, PEAp 70S9Y c y • • • • • • • • • wMS *A Vdkl& CAN. I I •03 ' 1 2V1z droving no. • ••• • ••• ••• c • • W04 —01 • • • • • • • • • • • • • f • 0s --t 4 of g - - • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1' Miami Shores Village,�q, i r Buildin g Department artment 4 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 - �� - ----- INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. PERMIT APPLICATION Master Permit No.U)3 ) y _-Qo-4_ FBC 20 Permit Type: BUILDING -7 OWNER: Name (Fee Simple Titleholder):. 1 /v� � , Phone #:[9 q 3 / 'j(b& Address: AI �•+'/ )' Pe r City: ;Gr Al i �(`eS State• � Zip: 3 "� v Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: q� City: Miami Shores County: a � ' Dade Zip: '3 c- 1 �7 a Folio/Parcel #: Z- 62 /,? & 0& — 0120 Is the Building Historically Designated: Yes NO Flood Zone: r CONTRACTOR: Company Name: r � Address: n3 0 'PLI 01. Qualifier Name: m 4:;,_ State Certification or Registration #: /-6-/ (p Certificate of Competency #: Contact Phone #: Email Address: �i �� v/'C-/ V 1 a " ��) •s �°� �� DESIGNER: Architect/Engineer: S`QM %�T� �64 r Phone#:\Xaw 9 Value of Work for this Permit: $ '21,660 Square/Linear Footage of Work: 3 Z) Type of Work: ❑Address yWAllention ❑New pair/Re ace ❑Demolition p� Description of Work: /vPe �/ d✓ COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee / Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ d50, 10 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of coWth osted at the job site for the first inspection which occurs seven (7) days after the building permit is issued posted notice, the inspection will not be approved and a reinspection fee w' be charged. Q� Signature t� Signature (sea- r Agent /ontractor The fore oing instrument was acknowledged bef a me this The fo4alyy nt was acknowledged before me this day of X20 /,3by day of 20,g by who is personally known to me or who has produced who is n to me or who has prod uced As identification and who did take an oath. NOT A W< V TUII 191. Sigi Prin My as identification and who did take an oath. NOTARY PUBLIC: Sign: `&ion 7u -•" t r'c Ste ' of Fb►ida Print: Patrkia Ridynond c� Y n'"Ission EE105114 My COMIL 0 1r 06/20i201s APPROVED BY =lans Examiner Zoning Structural Review (Revised 07 /10/07XRevised 06 /10 /2009XRevised 3/15/09)(rev614/10) Clerk CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/r" 03/29/2013 09s15 AM THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT: If the certicate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. a statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 8ighpOint Risk Services LLC 5501 Lw- Freeway, Suite 1200 Dallas, TX 75240 casrt=KN e (AFC MM* (SW) 728.0823 PAX NM (972) 404 -0380 POLICY NUMBER INSURERS AFFORDING COVERAGE NAIC 4 INSURER A: Companion Property and Casualty Insurance company 12157 INSURED: AMS 1 /C /f: FOREST GREEN CONSTRUCTION, INC 8930 STATE ROAD 84 DAVIE, FL 33324 Phone: (954) 382 -2500 Fax: (954) 382 -6212 INSURER B: Companion Property and Casualty Insurance Company 12157 INSURER C: 01/25/2013 INSURER D: EACH OCCURRENCE INSURER E: DAMAGETOFJNM INSURER F: COVERAGES CERTIFICATE NUMBER: AC13- 16000446- 1197820 REVISION NUMBERt ❑ I U NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE Ml— AY I B—E ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �N IR TYPE OF INSURANCE � BR POLICY NUMBER pp�GY E DATE @7dUDD/YY) pp DATE�PNY) SRS GENERAL LIABILITY X COMMERCIAL GENERALUABILITY FLG5084261 • 01/25/2013 01/25/2014 EACH OCCURRENCE $ 1000000 DAMAGETOFJNM $ 100000 CLAIMS MADE � OCCUR ❑ ❑ MED EXP (Any one person) $ 5000 A PERSONAL & ADV INJURY $ 1000000 GENERAL AGGREGATE $ 2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG 2000000 X POLICY M JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accidem) $ ALL OWNED AUTOS BODILY INURY (Per accident) $ SCHEDULED AUTOS ❑ ❑ PROPERTY DAMAGE (Per accident) $ HIRED AUTOS NON -OWNED AUTOS $ UMBRELLA LIAB CLAIM84AADE EACH OCCURRENCE $ EXCESS LIAB OCCUR AGGREGATE $ DEDUCTIBLE $ ❑ D RETENTION $ $ B EMPLOYERS' LIABILITY ANY PROPERIETOR/EXECunVE YIN OFFICERIAEMBEREXCLUDED? ® (Mandatory In NH) WA ❑ DPE26272740360 04/01/2013 04/01/2014 X E.L. EACH ACCIDENT $ 1000000 E.L.DISEASE - EA EMPLOYEE $ 1000000 E.L. DISEASE - POLICY LIMIT $ 1000000 fBf Yes' desodbe under SPECIAL PROVISION below DESCRIPTION OF OPERAMONS/LOCATIONRWIOCLES( Attached ACORD101, Addillonal Remarks Schedule, 9 mare space Ia requhad 1. This certificate remains in effect, provided the client's account is in good standing with AMS. Coverage is not provided for any employee for which the client is not reporting wages to AMS. Applies to 100% of the employees of AMS leased to FOREST GREEN CONSTRUCTION, INC, effective 04/01/2013 2. Insured is afforded Workers Compensation & Employers liability as a co- employer under the policy for employees leased from AMS. CERTIFICATE HOLDER CANCELLATION AGUMIJ ZS (ZU1U1US) U1' 79$5 -2070 AGORD GOHPORATION. All ngnt reserveu. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH Miami Shores Village 10050 Northeast 2nd Avenue THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORED REPRESENTATIVE AGUMIJ ZS (ZU1U1US) U1' 79$5 -2070 AGORD GOHPORATION. All ngnt reserveu. AGE .s.z o 1 5: unaer tne*� 'P" rovisio s of`,ibihapt` ,Expiration date: AUG. _-1, 201 .4 IRARl oR$s eosR 8581 31 27TH'`PL� DAVIE FL-3.3 3 2 8 - 2 a I > COTT rr ,• v `E - s ,,r, xk �l$1i1TOR ` ; 0. 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 -- 954 - 831 -4000 j VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 DBA: Business Name: FOREST GREEN CONSTRUCTION INC Receipt #:180-8486 Business T Yp • @•cONTRACTOR) GMU�' CONTRACTOR (GENE Owner Name: MARL GiRARD Business Location: 8930 W ST RD 84 305 Business Opened:02 /05/2004 DAVIE Slate/ County /CertlReg :CGC1506646/QB28441 Business Phone: 954 - 605 -0352 Exemption Code: Rooms gear Employees Machines Professionals 1 Number of Machines: For Vending Business Only Tax Amount Transfer Fee Vending Type: NSF Fes Penalty Prior Years C Total Paid 27.00 0.00 0.00 0.00 0.00 00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS i THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: MARC GIRARD 8930 W STATE RD 84 #305 Receipt #10A -12- 00001845 DAVIE, FL 33324 Paid 07/15/2013 27.00 R��, 2013 - dill d NOTICE OF COi"ENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOLIO NO. _&— -�� 6 /`- Q/ STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal d0,scrlptio�r O 2. Description of improvement: 3. owner(s) name and Interest in property: _ Name and address of 4. Contractor's name. 5. Surety: (Payment b4.... , ... .. , ,........ ,......,.., u,....,, .. .,, Name, address and phone number :• _r Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: streettaddress 1 I . CFH 2� � 13R I a 01981 OR Bk 28963 Ps 0680; tips) RECORDED 12/23/2013 13 :23 =21 HARVEY RUVINY CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE �``Spa`ceeaabove reserved fo,,r %� of recording office cVA410 Vv7�7e� GXf` !f/� d% 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specUled) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF CO MENCEMENT. Signature(s) of s) o e ut iz'Sd Officer/Director/Partner /Manager Prepared By Prepared By Print Nam Print Name Title/Ofli Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrumen as acknowledged before me this day of,ffii By U Individually, or ❑ as for ❑ Personally known, or QHi oduced the following type of !dent ' �stata r Signature of Notary Public: Print Name: any (SEAL) Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true,,to the best of my knowledge and belief. By 3 ma By who signed above: .x FORES -1 OP ID: KW '`��.°R °P CERTIFICATE OF LIABILITY INSURANCE DA02 TYPE OF INSURANCE /1 /201YY) 02/10!2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER GULF COAST COMMERCIAL INS 815B CYPRESS VILLAGE BLVD. NAME: CONTACT JOHN YOHO AHI N F,, : 813 -633 -7705 FAX Ne : 813 -634 -2911 SUN CITY CENTER, FL 33573 JOHN YOHO E -MAIL ADDRESS: INSURERS) AFFORDING COVERAGE NAIL # 01!3012015 INSURER A: SOUTHERN OWNERS INS CO 10190 PREMISES Ea occurrence INSURED FOREST GREEN CONSTRUCTION INC 8930 W STATE RD 84 APT 305 INSURERS: $ 10,00 PERSONAL & ADV INJURY $ 1,000,000 DAVIE, FL 33324.4456 INSURER C: GENERAL AGGREGATE INSURER D: GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- LOC PRODUCTS - COMP/OP AGG INSURER E: $ INSURER F: AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS COVERAGES CERTIFICATE NUMBER RFVISIAN NIIMRER- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE 10050 NORTHEAST 2ND AVE POLICY NUMBER POLICY EFF MM/DD POLICY EXP MMIDD LIMBS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FX OCCUR 20143241 01/3012014 01!3012015 EACH OCCURRENCE $ 1,000,00 PREMISES Ea occurrence $ 300,0 MED EXP (Any one person) $ 10,00 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- LOC PRODUCTS - COMP/OP AGG $ 2,000,00 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED itSINGLE LIMrr $ BODILY INJURY (Per person) $ BODILY INJURY (PeraWdent) $ PROPERTY DAMAGE PER ACCIDE $ UMBRELLA LIAR EXCESS LIAB HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? El (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA WC STATU- OTH- —FOR LIMIT E E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT I $ DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) �NS MUCTiQx/wnwm AND DOORS REPLACEMENT /REPASRS /STATE OF FLORIDA - CERTIFICATE HOLDER CANCFLLATTON MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE 10050 NORTHEAST 2ND AVE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES, FL 33138 AUTHORIZED REPRESENTATIVE U ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD t- . . ... . . . ... .. .. . . . .. to . . . ... . . . . ... a 10 BUILDING PLAN QN N.T.s. An \._/ M F2ECEYVEE3 JAN 14 2013 Miami Shores Village APPROVED By DATE ?OMIMO DEPT mil DI.DG DEPT I � I (/ (� 113JI -CT TO COMPLIANCE WITH ALL FEDERAL ^v- Cnl 1NTY RULrS AN!) RFf UI ATIOMg /I-h o' J Z O U Q J G. Q� V qJ j D co w 0 13 W U W 2 U i N ,0 a C a LL !R" c MW aC', o� to W� 0 J LL LU . �...4 L1 c No . R.+.I�p: A t EWE Z O OD1= U M I— LL Z �O N U oZ co W W Q � F- 0) W X O LL 1 of 5 DRAWING NO. v N a p G) --h z O 1 t� lip f7 +Z �v$$ ` ra O Z 0g Z -* ale m n (A (p x, c 3 Q F 9 u A O Z0 m d N O T O P 38" CHECKED FOR STRUCTURAL COMPLIANCE ONLY or , •9 :BROMLEY COOK ENGINEERING, INC. �M u�9ff�WLS C� U(�4 • �• ,1 k FORT LAUDERDALE, FLORIDA 33309 ,� 51" WINDOW & DOOR REPLACEMENT 2 NW 109TH STREET MIAMI SHORES, FL 33138 FOREST GREEN CONSTRUCTION 954- 382 -2500 N Ili G) Z'; 4- � ND zo � O m m mm 11 mo ci m pm x �Z in C v m� z G) m �o m 0 m jig J S (A Ica Big Z 81" 7i A O O ♦ sue: # w � O < • dALL1 ,O. COOKP.E •. ,¢ #43904 r-1 •. ILA3.I.a2Do9 000000 51" 0000•• • 0000•• 0000 •66• 66.60• ••666• • • •• • •000 0000 • 0000•• • • 0000•• • • • • 00 6• • •66.60 0000 • CHECKED FOR STRUCTURAL COMPLIANCE ONLY or , •9 :BROMLEY COOK ENGINEERING, INC. �M u�9ff�WLS C� U(�4 • �• 5440 NW 33 RD AVE. SUITE 100 7i A O O ♦ sue: # w � O < • dALL1 ,O. COOKP.E •. ,¢ #43904 r-1 •. ILA3.I.a2Do9 000000 51" 0000•• • 0000•• 0000 •66• 66.60• ••666• • • •• • •000 0000 • 0000•• • • 0000•• • • • • 00 6• • •66.60 0000 • • • • • • • • • •' CHECKED FOR STRUCTURAL COMPLIANCE ONLY or , •9 :BROMLEY COOK ENGINEERING, INC. �M u�9ff�WLS C� U(�4 • �• 5440 NW 33 RD AVE. SUITE 100 FORT LAUDERDALE, FLORIDA 33309 ,� CERT. OF AUTH. #00009124 TEL: (954) 7724824 FAX: (954) 7724634 • • • • • • • • •' gig _z T11 1 °i N _- pNo dm N x� v Io n 0 A 63• 7r N Z Ri vO m ' 80 z / \\ �c v m **n \ (a 5 M ;u= N N A 'h � 9 -n C;) $k \ .% -A Z C � +x o Job �i z t7 m v p G) goi1 O to a zm z� 0 �jj N c 0 O Z gig i Z l cis N n co co 1�ra x O to c x O 4 v to S y O z m v n O n z m 111 WINDOW & DOOR REPLACEMENT 2 NW 109TH STREET cA� MIAMI SHORES, FL 33138 y * N FOREST GREEN CONSTRUCTION 0 m " 954 - 382 -2500 ;� q FP$ WEER . 51" • r • • • • • sees CHECKED FOR STRUCTURAL COMPLIANCE ONLY C�• BROMLEY COOK ENGINEERING, INC. 7r N Z Ri vO m ' 80 z / \\ �c v m **n \ (a 5 M ;u= N N A 'h � 9 -n C;) $k \ .% -A Z C � +x o Job �i z t7 m v p G) goi1 O to a zm z� 0 �jj N c 0 O Z gig i Z l cis N n co co 1�ra x O to c x O 4 v to S y O z m v n O n z m 111 WINDOW & DOOR REPLACEMENT 2 NW 109TH STREET cA� MIAMI SHORES, FL 33138 y * N FOREST GREEN CONSTRUCTION 0 m " 954 - 382 -2500 ;� q FP$ WEER . 51" • r • • • • • sees CHECKED FOR STRUCTURAL COMPLIANCE ONLY C�• BROMLEY COOK ENGINEERING, INC. • r • • • • • sees CHECKED FOR STRUCTURAL COMPLIANCE ONLY • • • • • • • C�• BROMLEY COOK ENGINEERING, INC. O IlI MC U�N11s3/A6 C�n1(�pI1 mina U(n 9 n 5440 NW 33 RD AVE. SUITE 100 D M FORT LAUDERDALE, FLORIDA 33309 0 CERT. OF AUTH. #00009124 TEL: (954) 772 -4624 FAX: (954) 7724634 • • • • • • • GENERAL NOTES: HORIZONTAL ROLLING WINDOW ECO WINDOW SYSTEMS, LLC SERIES °ECO -GUARD 200° ALUMINUM HORIZONTAL ROLLING WINDOW LARGE AND SMALL MISSILE IMPACT NOA# 13- 0206.03 ENTRANCE DOOR - EUROTECH INDUSTRIES ALUMINUM OUTSWING ENTRANCE DOOR LARGE AND SMALL MISSILE IMPACT NOA# 12 -0.03 - SIW, LLC SERIES °52F INSWING DOOR LARGE AND SMALL MISSILE IMPACT NOA# 12- 0223.23 FIXED WINDOW - ECO WINDOW SYSTEMS, LLC SERIES'ECOOGUARD 300° ALUMINUM FIXED WINDOW LARGE AND SMALL MISSILE IMPACT NOA# 130206.05 ANCHORAGE - ALL FASTENERS SHALL BE IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE AND AS DETAILED IN NOA. FLASHING- FLASHING SHALL BE TREMCO EXOAIR 230 PERIMETER SEALANT SHALL BE TREMCO.SPECTREM II OR SIMILAR. WATERPROOFING IS THE RESPONSIBILITY OF-THE CONTRACTOR EXCLUSIONS - ALL WORK RELATED TO PREPARATION OF FINISHED OPENINGS, WOOD BUCKS, METAL STUDS, CONCRETE, STRUCTURAL STEEL, INTERIOR FINISHES, INTERIOR CAULKING PROTECTION AND FINAL CLEANING OF INSTALLED MATERIALS UNLESS CONTRACTED WITH WINDOW INSTALLATION SURROUNDING STRUCTURE AS NOTED ADEQUATE TO SUPPORT NEW WINDOWS. WINDLOAD AS PER 2010 FLORIDA BUILDING CODE (ASCE 7 -10) SECTION 1609.3.1 & EQUATION 18-32 Vult =175 MPH VZ 136 MPH BUILDING HEIGHT= 16 CAT II Kd= 0.85 EXPOSURE C Gopi = 0.18 WIND PRESSURE ON OPENINGS: SEE ELEVATIONS NOTE:FIELD VERIFY ALL DIMENSIONS 'BUILDING HEIGHT USED TO DETERMINE DESIGN PRESSURE REQUIREMENTS SUPPLIED BY WINDOW CONTRACTOR z Z O • • • • • • • • • • • • • ass C3 CO WW N O N • • ••• • • a • •e• • • • •• • • • • • •• •• • •• • • • • • • • • • • • O V � g O LL w W • ••• ••• • ••• • •• • • • •• ••• •• • ••• • • • • •• • • • • • • • • • •• • • • • • ••• •• z Z O LLI c co J a. 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